【摘要】 在Biot饱和多孔介质动力学理论的基础上,利用Fourier-Bessel级数展开法,首次得到饱和土中浅圆弧状埋置基础对平面波散射问题的解答,并利用该解对有埋置基础的饱和土场地地面运动的幅值及其分布进行分析,研究了基础弹性对平面P波作用下饱和土地基与基础动力相互作用的影响。更多还原

【Abstract】 The scattering and diffraction of plane P waves by shallow circular-arc foundations imbedded in saturated soil is studied in this paper with the saturated soil simulated by Biot dynamic theory for saturated porous media. The Fourier-Bessel series expansion technique is used to solve this problem. Numerical results are given to illustrate the influence of different elastic behaviors of foundations on saturated soil-foundation interaction under the incidence of plane P waves and a detailed analysis of amplitudes and spatial variations of site ground motions is presented.更多还原